HomeMy WebLinkAboutSITE PLANS - 07-00081 - 50 Mill Race Rd - New SFRcomplete TJ-xpert framing plan requires the Trus Joist Framer's Pc
See Trus Joisc Framer's Pocket Guide for Product Trademark Information
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Trus Joist
rim board
A3
Web stiffeners 8" diameter maximum hole for
required each Sig/ - 20" d " eep blocking panels;
side at EIW 6" diameter maximum for
blocking panels 9Y2" deep or
shorter than 12" long.
Do not cut flanges.
Filler block; Attach with ten
SOd (3") box nails, clinched,
Use ten 16d (Az") box nails
from each side with 31211
TJI* joist flange widths. Use
fifteen nails with TJI* joist
depths greater than 16".
Trus Joist rim
board
Backer block: Install
tight to top low
(tight to bottom flange
with face mount
hangers). Attach with
ten 10d (3") box nails,
clinched when possible.
Backer block
bath skies of
web with single
TJI* joist
H2
NAILING REQUIREMENTS
TJI® Joists at bearings: Two Bid (2Y2') box nails (leach side),
minimum from end.
Blocking Danels. rim foist or rim board to bearing plate:
TJI® blocking panels or rim joist: 1 Od (W) box nails at 6" o.c.
This Joist rim board: Toenail with 10d (3") box nails at 6" o.c, or
16d (3Y") box nails at 12" o.c.
Shear transfer: Connections equivalent to decking nail schedule
Rim board, rim joist or closure to TJI ®joist:
1314"width or less: Two I Od (3") box nails, one each at top and
bottom flange.
2116" thru 21112" widths: Two 16d (3Y") box nails, one each at top and
bottom flange.
3Y2" width: Toenail joist to rim joist with one 10d (W) box nail each
side of joist top flange.
2x4 minimum squash blocks: Two 10d (3") box nails, one each
at top and bottom flange.
(n-
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines • Rim Joist
DO NOT stack building
materials on unsheathed
joists. Stack only over
beams or walls.
WARNING NOTES:
Lack of concern for proper bracing during construction can result in serious accidents.
Under normal conditions if the following guidelines are observed, accidents will be avoided.
1. All bucking, hangers, rim boards and rim joists at the end supports of the TJI a joists must be completely installed and properly nailed.
2. Lateral strength, like a braced and wall or an existing deck, must be established at the ends of the bay. This can also be accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of Joists at the end of the bay.
3. Safety bracing lines of 1x4 (minimum) must be naked to a braced end wall or sheathed area as In note 2 and to each Joist. Without this
bracing, bucking sideways or rollover is highly probable under light construction loads - like a worker or one layer of unnalled sheathing.
4. Sheathing must be totally attached to each TJI a joist before additional loads can be placed on the system.
5. Ends of cantilevers require safety bracing on both the top and bottom flanges.
6. The flanges must remain straight within a tolerance of A' from true alignment.
HANGER LIST - Simpson Strong -Tie Company, Inc.0
- t ID Qty Product Label Top Nails Face Nails Member Nails Notes
Hi 6 IUS2.06/11.88 10-10d (5)
Hanger Notes:
(5) Backer Blocks Required
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A
See Layout
11 7/8" TJI 110 joist
1
B
See Layout
11 7/8" TJI 210 joist
1
ACCESSORIES LIST
Bbl
1'
23/32" Backer Blocks
1
12
Rml
16,
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
15
Bkl
1' 1.92"
11 7/8" TJI 210 Blocking Panels
1
9
Bki+
1' 10"
it 7/8" TJI 210 Blocking Panels
1
1
Shl
4' x 8'
23/32- Panels (24" Span Rating)
1
51
Bki, Random
length
blocking panel cuts
Bk, Blocking Panels; Rm, Rim Board
LEVEL NOTES
File Name; RYAN SUAETTE HAMMER 012007.702
Level Name: MAIN FLOOR
Plotted: 2/16/2007 15:48
Design Status:
MAIN FLOOR... 1/22/2007 11:18
NOTE: Level design times indicated above provic
assurance for proper level stacking.
Design Methodology; ADD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/360 Live Load
L/240 Total Load
TJ-Pro Rating Information:
Weighted Average; 49
Lowest Rating: 42
Hiahest Rating: 73
Glued 6 Nailed Decking is Reauired
Direct Applied Ceiling of 5/8" Gypsum is Rewired
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 1611*
*Unless noted otherwise
Scale:1/4" m 1'
CREATED BY
bmcwest
202 w main
rexburq, ID 83990
(12081356-9292
FAX: (1208)35fi-3299
SYMBOL LEGEND I
5ote from Operator
Line Load
Area Load
ODetail Callout Label
(See Framer's Pocket Guide)
1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ-Xpert e.42 (111693) C6.42 D6.42 38.42 138.42